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HERMITAGE ST SE over FAGAN CREEK

Map 

Coordinates:
+34.72707, -86.55919
34°43'37" N, 86°33'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HERMITAGE ST SE over FAGAN CREEK
Structure number:011274
Old structure number:0000011645M0090 (from 1992 edition)
Location:1605 HERMITAGE ST SE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:2,660 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.8 tons [28.9 metric tons]
Sufficiency rating:88.9
Estimated cost of work:$706,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201488.9Not deficient---2660
August 201288.9Not deficient---2660
August 201088.9Not deficient---2660
August 200869.4Not deficient---2660
October 200669.4Not deficient---2660
October 200469.4Not deficient---2660
November 200269.4Not deficient---2660
December 200069.4Not deficient---2660
November 199869.6Not deficient---2660
December 199669.4Not deficient---2650
December 199469.5Not deficient---2625
January 199369.5Not deficient---2600
December 199076.6Not deficient---2500